Abstract:All six stress components in the foundation bed of a semi-infinitely long strip situated on the surface of an elastic half space and subjected to a uniform vertical load are found as a result of solution of the three-dimensional problem. The distribution of these stresses in the foundation at the end of the strip, and also a certain distance from it is investigated, and the expediency of their consideration demonstrated in solving certain design problems.The solutions of a number of plane and three-dimensional… Show more
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